sps-1604_1_1
DESCRIPTION
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BASED ON WATER CORPORATION DRAWING
OPE
N
SUPPORT
RUBBER GASKETWITH FULL FACEDN 100 MS DEADPLATE
LADDER
STRINGERS:50 x 10 MS FL
ELEVATION
Ø18 HOLESCENTRALLY
380
RU
NG
S AT
300
CR
S20
DN 1500 RRJ RCDRAINAGE PIPE
DN
900
NO
M.
600 NOM.
400
3 N24S 120
240
LADDER
WALL
RUNGTOP OF
230 BRICKWORK
FLO
W
75 THICK MASSCONCRETEBLINDING LAYER
WELDING DETAILRUNG
N24
N24
N24
N24
N24N
24
N24
N24
N24
N24
90
N12 AT 200 CRS BOTH WAYSF81 STEEL FABRIC OR
65 COVER
2000 SQ RC BASE
2 COURSES MIN.230 BRICKWORK
CONVERSION SLAB DETAIL
DEEP SUMP200 SQ. x 150
20 DIA MS
6LOCATEDRIBS TO BE
STRINGER
WELDING DETAILREFER RUNGØ20 DEFORMEDRUNGS:
12012028
010
0
300
250
200
I.L.
BITUMEN SURFACE
BASE SLAB R.L.
NOTES
N24
300
50 COVER
CLASS 2
6 TYP
100 100
180
150
50 x 10 MS FL
20
FSL
BRACKET LOCATED INCONVERSION SLAB OPENING
200
985
400
400
3 - 1.3 TONNE x 120 LONG ANCHORS CAST INTOFORMED RECESSES ANDINCLUDING PLASTIC 3
900 x 600 NOM TWO PART COVERAND FRAME BOLTED TO
65 x 12MS FLAT
10
=
30
100 í18 HOLES
=
CO
NC
RET
E TO
PPIN
GTH
ICKN
ESS
+ 30
0
6
50 x 10 MS ’
LEGS CUT ANDBENT TO SUIT
FOR M10 BOLTS2/12 DIA HOLES
SUPPORT BRACKETVALVE SPINDLE
35 I.D.
225
120
215
100
275
CONVERSION SLAB
VALVE SPINDLE SUPPORT
COURSE OF BRICKWORK
WH
ERE
THIS
DIS
TAN
CE
EXC
EED
S60
0 VA
LVE
SPIN
DLE
SH
ALL
BE E
XTEN
DED
TO
50
BELO
WU
ND
ERSI
DES
OF
CO
VER
S
TOP OF SCOUR CHAMBER
TOP OF VALVE
25
REFER DETAIL E
SUPPORT SET VALVE SPINDLE
INTO FIRST COURSE
SET INTO FIRST
M12 x 1.75HEX. HEAD BRASSSET SCREW x 20 LONG
10
64
35 S
Q.
CAST STEEL
Ø
20
70
9010
Ø
VALVE SPINDLE EXTENSION
5 RAD.
PREPARE EDGEAS SHOWN
60
STEEL FORGING
57
45°
Ø27
35 SQ.
EACH SIDE
TAPER1 IN 20
DN x DN 100SCOUR TEE
DN 100 CIRESILIENT SEATED
ON SIDES
DEFORMEDBAR RUNG
50 x 10 MS FL
PLAN
300
OF BRICKWORK
GRADETO SUMP
100
400
SECTION
SECTION
SECTION
SECTION
N24
580
TONNE ANCHOR COVERS
EACH SIDE
TAPER1 IN 20
OPPOSITE
SPINDLEGATE VALVE
SECTION
PRESSURE MAIN
CONCRETE CONVERSION SLAB
A
B
D
C
E
AB
C
D
AB
C
D
BB
CONVERSION SLAB